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HomeMy WebLinkAboutContract 61007Date Received: 2/23/2024 Permit No.: SWFNU-24-0011 Time Received: 11:41 a.m. City Secretary No.: 61007 DRAINAGE CHANNEL MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 23rd day of February 2024 , by and between SJ Rosemary Development, LP, a Texas limited partnership, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a tract of land situated in the J. Albirado Survey, Abstract No. 4, City of Fort Worth, Tarrant County, Texas according to the deed recorded in Document No. D223025894, Deed Records, Tarrant County, Texas, hereinafter called the "Property". WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as Summer Trails, hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of storm water within the confines of the Property; and; WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on -site Drainage Facilities be constructed and maintained on a portion of the Property; and; WHEREAS, the City requires that on -site Drainage Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and; OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on -site Drainage Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit `B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Drainage Facility includes all pipes, channels or other conveyances built to convey storm water to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the storm water. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Drainage Channel Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN 4. In the event the Landowner, its successors and assigns, fails to maintain the Facility in good working condition acceptable to the City, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN FAILURE OF OW ER OR ANY FUTURE OW ERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE BED AND BANKS OF THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE CHANNEL AND ITS BANKS, (2) SLOPE FAILURE OF THE BANK OF THE CHANNEL, AND (3) AND FAILURE OF THE CHANNEL AND ITS BANK TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT W TH CRITERIA TO PERFORM ANY OF ITS DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the drainage channel outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage channel, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such easement which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100-year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, and shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN Executed this �3rd day of February CITY OF FOIST WORTH Daum Uurandoilf Dana Burghdoff (Feb 2 , 202411:26 CST) Dana Burghdo Assistant City Manag City of Fort W rth Date: Feb 23, Approved as to Form and Legality: � Thomas Royce G Hansen, Assistant City Attomey II City Attorney's Office Date: Feb 23, 204 4ggq4pn�� � FORT ATTEST: a� ��add v�o 09=; °o \\m.M1A1Rx:KA. A o. aan� nFX 454'bp Jannette S. Go all City Secretary Date: Feb 23, 2024 DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 2024 LANDOWNER SJ Rosemary Development, LP a Texas limited partnership By: SJ Rosemary, LLC, a Texas limited partnership Its: Byy--%ve Hawkins Its: President Date: 0/7---Z� /za'2—� Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. FA J,#\ R o��V. o^^� n,—, Fah 9g AMA 1 n-nr. fGT1 Rebecca Owen Development Manager Date: Feb 23, 2024 OFFICIAL RECORD CITY SECRETARY 5 FT. WORTH, TX STATE OF TEXAS COUNTY OF fiTARRANT This in trument was acknowledged before me on February 23 rd, 2024 by Dana Burghdo f, Assistant City Manager of City of Fort Worth, on behalf of the City of Fort Worth. Awdow Brooke bonne[[ (Feb 23, 202411:27 CST) Notary Public, State of Texas O��EtYP�BROOKE BONNELL _ Notary Public * * STATE OF TEXAS Notary I.D. 134009525 9�or My Comm. Exp. Oct. 11, 2026 LANDO STATE ( COUNTY OF(�,( �(,j ,n § BEFORE ME, the undersigned authority, a Notary Public in and for the State of -glen I on this day personally appeared (name), (title), (title), known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she exe uted the same for th purposes and consideration therein expressed, as the act and d -led of 5'� ��M ( (t (entity), a � M�4 j (entity type) and in the capacity therein _ Y yp) P Y 6-P stated. GIV N UNDER MY HAND AND SEAL OF OFFICE this day of ��.�'� (� , 20 JENtIiIFER SPITZER FITZGEARLD ota ypic,tf +s *= My Notary ID # 134440746 Expires July 6, 2027 DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 6 EXHIBIT "A" INSERT LEGAL DESCRIPTION DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT A PAGE 1 OF 2 Description of a S.W.F.M.A. Easement BEING a tract of land situated in the J. Albirado Survey, Abstract Number 4, City of Fort Worth, Tarrant County, Texas, being a portion of that tract of land described by deed to S J Rosemary Development, L.P., recorded in Instrument Number D223025894, County Records, Tarrant County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rod with plastic cap stamped "Dunaway & Assoc.", found at the southeast comer of said S J Rosemary Development tract, being the northeast corner of Lot 1, Block 1, Life Church Fort Worth, an addition to the City of Fort Worth, Tarrant County, Texas, recorded in Instrument Number D216190I 11, said County Records, and being in the west right- of-way line of Summer Creek Drive (a 120 foot right-of-way); THENCE S 72010'44"W, 682.79 feet, with the south line of said S J Rosemary Development tract and the north line of said Lot 1, Block 1, from which a 112 inch iron rod with plastic cap stamped "Wier & Assoc." bears S 7290'44"W, 246.72 feet; THENCE departing said common Iine over and across said S J Rosemary Development tract the following bearings and distances: N 17°49' 15"W, 3392 feet; N 85026'01"E, 55.79 feet; N 82002'36"E, 55.79 feet; S 09039'07"E, 1.59 feet; N 72010'44"E, 573.74 feet, to the east line of said S J Rosemary Development tract, being the aforementioned west right-of-way line of Summer Creek Drive; THENCE S 17049' 16"E, 10.00 feet, with said common line to the Point of Beginning and containing 8,128 square feet or 0.187 acres of land more or less. "Integral parts of this document" 1. Description 2. Exhibit Peloton Job No. HCH22003 Tracking No. na FTW January 05, 2024 G:1JOB1HCH22003 CROWLEY_ISD12_SRVYIESMTSILEGALSIHWR22001_EA2.DOCX Page 1 of 2 (z 0 100 200 GRAPHIC SCALE IN FEET "Integral ports of this document" 1. Description 2. Exhibit Basis of Beoring is the Texas Coordinate System North Central Zone 4202, NAD 83 IRF = Iran Rod Found SJ Rosemary Development, L.P. Inst." D223025894 C.R. T.C.T. S3?4 -' 9 S090 39'07''E N820 02'36"E 1.59' 0.187 Acres N850 26'01"E 55.79' 10' �72° AA,'W 55.79' N17° 4915"W Lot/. Block I 33.92' Life Church Fort Worth _ � W InstC R T.C.T. 11 S� �4,6?2 IRF \ \ Corsolr Chisholm LLC IRst.* D222206256 \ C.R.T.C.T.C.T. Exhibit of a S.W.F.M.A. Easement Situated in the J. Albirado Survey, Abstract Number 4, TBPELS - LS FIRM REG. NO. 10177700 City of Fort Worth, Tarrant County, Texas. Point of Beginning \\ 27 �c o 6 o � \ 29 \ 30 S170 49'16"E \ 10.00' N IRF Q I \ L \r m O \ \ \ =w \.wQ \ - 1 \ \ 1 \ t 2.Z`1 Copyright0c 2024 Peloton Land Solutions, Inc 0 N v m } m 0 E LL 0 } m z 0 0 EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN V,mn ' mep IiF uenY rWtSx rLOan . foxK. !�w cq��x M�Mia�iCrlBsl�R/Lr� �st y�MYEx. �1RIL1 SCPHD BY IEIFS � �� o2�i2Mi I 7T %MW�l REWR[fD x M oP NAER As \I� a " v]x:M xal nW, n,m M1ASnCT C �"a3°o. e''"°m,s�r�caNrx�uswi� s: eox uc .2.osx an!a nrr.Wxrxuw wm sn Wxew uc 3 "� �ooa ,Erser er�.urc T a ois'PwM A =MM >oa c�o�iors jt�, asase A. 3 a� .. taxrx t< Txx x , nC iiiiiYir .a.To K; caxmm aa•t':ux uresgo.,roxTicMO T. rx or a rrxa .b !` 5aa' ax rr[ x1 WPoEns x+E ,s 5xonx, suhxnaox x xra.2m3 xo mnr I FORT WORTH ex. a,x, a2' r w rn CITY PLAN COMMISSION CIT�rO F�F�R�W�R SHE%AS Plat App-11 Dltl: I B. - enrne mu rrra it wrr. ieenomao /esx,ewar s F/mtlpdn Eanmrl Ndl EXHIBIT B PAGE 1 OF 6 Oetall'A' De7oll'B' IN -- W 3 0 100 200 300 '1 GRAPHIC SCALE IN FEET drts� t x�i�mrt ric aQ IP,A. sd .x. W 2wx.eT Ts.— wxx: x xs. aE Wr W ra,r — — eoT e 6 p a W. s.n 3 m aT \ZTT 2 or so xox naps xm rusrx tins arxem sttoiow r 4 O ISWFMA Area I o w THIS DOCUMENT FILED IN INSTRUMENT NUMBER DATE Ref. Jab No. o aF J , a W ; Horizontal Control Plan C ' p FP 023- $3 Lots 1-1 Block A: Lots 1-, 1X, 2X, 5X, Block B: ro 023- Lots 1-16, Block C: and Lots 1-1515, 4X, SX, 6X, Block D. Summer Trails Situated in the J. Asbury Survey, Abstract Number 52, ') and the J. Albirado Survey, Abstract Number 4, City of Fort Worth, Tarrant County, Texas. of 1 s Date of Preparation Apri12023 nag Ac.a. Peloton Jab No. HCH22003 EXHIBIT B PAGE 2OF6 AT LEAST 45 HOURS PRIOR TD EXCAVATING IN THIS AREA l ATMO tt 1I'll -8311 r \ ATU ELECTRIC j too 9 � XTORTERIBARNETTGAMMUICATIONS HERNG B—.2-2371 ATCHLINESHEETp1\- � I FORT WORTHWATERDEPARTMENBL.WORKS 61Mn 56100 T CONTRACWORTH CTTOR TORF EL.— R FY ALL EXI-NG U 3 OBVERT CALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION memom Fpo7715 •0- MA��N��N 4a \ I o ' z 1F P __ _7656 mit 5 � APE voloo\� PE MPP_ 1 FF- N�e'� m -na --------J $ s 5s5 o P_6E3 F pEP 17 Fop ` a ALE , w LEGEND I N , % m N oPROPOSED M1YWOR CONTOUR eso —'`�+ .v�°°° 286+6 �•pR + \\FP 1g�P'Pz 0 PA \� ® PROPOSED MINOR CONTOUR E—NGMAIOROONTODR N \II II I\ ` 1 \\ 1 p=751.� \ cea'� �` \\ 26 P' _ 'mot . ' /�\F Exlsnrvc MlNatcorviouR O 1 \ i' \.o g6 B"- ,w C W - a \ V �.. 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EMEN P tt 532 1 1 1 ' ,w Twre,s \ wne�81i ,r .n63 �,(P ° ° e,e TOP OF WALL \ ' 321V°i I swe,e, BNOOMOFWALL d / 11 I �� \� °' � ♦ r.°`.e-V .�,�s 1> ,.., d ��/� -1-x oFwAl< FP P �I,Ies, / \ 33 1^ J 1yP m4�i `\ , \ ,a ' HE HIGH POINT W_ 34 1 FP=j7 P / l i ' �w .c .,°'-e^„�•s h� ,°°'. -- LP LOWPOINT > 1 \ jp61 1YPF� /i. - ° ' -�� p w `�\ II / f,�FF=]58.0 II \\ 136 I5 fi FT'7EP 11 / ,Ew',n' to'nB i� t �� L\ NOT REFER TO CITY OF FORT WORTH CONSTRUCTION STANDARD Z A\ � ^� / I 39 38 11 13,7 l 1 FP'-J67P \ n/�^ cam° ��� � _ 2 DETAILSFORCONSTRUCTIONNOTES I FP=]firth W76561 TY17E �_ Ewn '_�s� 1 2 P4 THE CITY LIFFDRiwoRiry OESIcry AND mNsiRucilOry ]64.2 FP=]fi4.5 TVPEA TYPEA 1 �s/�� , i FP`7�P s ° SrnrvOARDSAPPLv wHE'HER INDICATED ON THESE PLANS OR NOT a 1 1 PEA I TYFEA I\ + /irpPpB / 'N'yns. 3' ,,t2 5/ �P� , x 3 WALL INFORMATION SHOWN ON PLANS ISM BE USED FOR HEIGHT Q' Fy j69A ANDLOGATONPURPOSEs O—ACTUALRETAININGwuLAND O /'\'�F7 ° / �x°> True.,- a SIOEE STABILITY TABEo YDESIGN B OTHERS Ti EEUTunwc wuLsvnLL BE LL n/�P/' Oev oiHERs ouTsmE rHEPROPOseD srREET RIGHT OF WAV UCTE BENCHMARKS y .y . .. 1 I -ffsP �i0'F° / / r i T�I z-i- I l em/ , / lAlyllRurvear 1 eve r I ° I l / 9 / /FP' / / r '/ r n l l / / 11 \ w°'a• / 1 I / �' P_ �A fix!' i/'/ r' / 4'l i i i / r---4o---I ELEVA„ON-11111 � 15 114 13 ppg765.7 I MF�=7 PI 1 i i MF 763.0 FPLri]64.4 Fp!663'5 f 'i //�// // p I 11 11 I =]63.3 MFFt]635 1 Mry E I TI PEA / NE C—MERNtEw TYPE e A? 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K 7 \\ _ Ea SUMMER CREEK DRAINAGE IMPROVEMENT VLArvs w \ U '2q// / \ 33 (FILE »:K-zl73) OFFBITE DauNAGE BASINS EXa COLLECTS XJ cR cTl% / I �`• \\I\ \ \ Q- \\ \ 3.5R CFS \ . --- A3 ' i l \ `\ \\ `_ - GVS IN SUMP INLET BA AMID B-2 WRHlx sumMER CREEK W �\ < / \9 s ___ DRIVE. THEN DISCHARGED THROUGH AN EXISTINGHEAOWALL Im I\ \ r�\ \ \ \ ♦ , \^\ \. 337 AC cr t �)/� �� \___/ \ �,,` _/ FLAT DISCHARGED ON THE PROPOSED DEVELOPMENT.THIS \\11 I \ \ ♦ �, \ \ \ ♦0 \ \\ U -\`- \-- - - - - - - OW WILL BE GOLLECTED IN A CLOSED PIPE SYSTEM, ROUTED z \I \\\l I , ( ` ♦ \ \ \ \ , \ ♦ 8 ` \ 8 - 16.02 CFS I �23 / \ 34 •h \\ ` - THROUGH THE DEVELOPMENT AND THEN DISCHARGED TO THE \ \ \ 3•\ \ ♦ \ _ 7 - ' -- -- I \ --_----_ _- - - CREEK. a Of \1 \l tl \\ 1\1'\ \ ♦�`. '�\\Al =`�_a-- l-� _ 36 III - `\\ �\--�i- / o 2ij\10 221 SWFMA Area FEMDNEAFLOODPIA ,EFFECTVEBBB P — \III T �`.7 /a\u—'___ BENCHMARKS 20 O I �''-z' -- / �\ \ \ \\ \ \ \ Dss Ac `n- -T3'- - -- — 511 CFS © 19 I I 2 / OS' !sue \ ��� ^---'-- Elevnnox asnm - 33 1 \ xDRTxDF,RE�NrTE�= aDmmeaWewwA. I NQ- ' 0.39 ` __-_-- -_-- -- _.J. 1- - ��Z4 LIFE fGVENA tIR(:H rNC 208 CFS J Irvsr.%D2 161so111 _ ____-____39 / �7 u ca,TCT T�/_-�f_ rve or su1.mmLRv ew su=vanax ,Pass Pusr cArsrnxPEo ralloom w I -_ _ _!'. \ .. ♦ rcS V ________J_�.as➢- DATE asnsiDn wasicuRs of summaxcRess A Dave :,ee� sovm orTxe ceNTenL ssweassMT �___ / _ -`. 5x - - PorENTI wous TO — — ,M.---1 SUMMER TRAILS ' � P 1 BE AVOIDED 3A 'elI •_ A ass_ � / _� �_______ LooD\\ _ Al W \ VV-V-vC♦ / S PON F% SUMMERTRAILS -ULTIMATE CONDITION�FEASEMEInM _-_ _ �'��------'�E„ ♦ \ /\ / 3 RATVT9 I_ METHOD VUNOF' CALCULATIONS -_%� - �� A \ ) `\ _. -- `\ I PROPOSED DRAINAGE AREA MAP TO C GA ON GO D,DD oss U�MA2,Bs,1 v111 o ;P 1N -_= �` ,a"G"`g '---'"�- \\ \ \ I \ q\( ,g III FORT WORr IF-4 CTP PROJECT - - - - _ \ \ \\ I A, d ➢ I sN2.11 -I GaMMENrs -i § \ _ �a 1 - -J \\ s'sfL \ M 1 i \I FORT WORTH, TARRANT COUNTY, TEXAS y / - I A' a " a;T/�' I hill P E L�OTO N vs, isn ,s > ss - ~x\S• E ex, --ex S Ex,e ss �� ws vARKwnv F((1RSINC LLc\ A SOLUTIONS t30 a. xsc, PER osza.00,asascEN NDsreFEN _ oss ,s T za �m 5u e. e..-PER osza 1-FE.EVINE. Em - \ _ - I x a oT�i;^ asi o.ze d.ea ,eTTt� z eASNsea.PEPDs-zsoonGRECEMwcsrSreM ._� __-_____ ��_—_ `__ _ _ •---,� -'` C 2zoe I / (\`� •WM.... ➢➢, D,4 aa> ,a ! a,➢ ENINDs 9Em — _— T — — — CHAR NSTxar _ sF DIY \ ..GT oss ➢, as➢, su ros� if> —_—_—_ --\\ aTRnMCErvERLINE/ /,� —) •Pox o,n�a a"n ia�E ➢ _ "A TOF m auDATE rom PROJE % SHEET W P - --- ` -[C sa ia, m ois iPs sia sD z4 nae ass ° Fl x.zf]3)sou7nAREAOFenSWSCaoa \ \ REVIEWERBPH � JA22_ HE)IECT3 031 i3$ rtJ LL EXHIBIT B PAGE 4OF6 NOTES:1 \ IlHir� 1 i' II it II EROSION CONTROL MEASURES MAY BE PLACED IN/�/ f / I III Ill \ III / 1 /'ll i II II ATLEasT as Houas Paloa TO ExcnvnDrvcw sAREn / / 1 111 J/ \\ I I / ' 1 / TE%AS 811 THI1-806514-831] FRONT OF INLETS, OR IN CHANNELS, DRAINAGE =_<' / 111\\� 1 • I / \ 1 / ` \\� II Ex HEADWALL CONNECTION 1 \ I ATMos GAS s]sesl>1s1 / \ \ l I I I I \\ _ / I 1 �_ PER SUMMER CREEK DRIVE \ TXU ELECTRIC DELIVERY 1-800�]11-9112 j WAYS OR BORROW DITCHES AT RISK OF f= �' \ \ \ \ \_ �\ \ ti - INLET . DRUNAGEIMPRovEmENTs \ \ _ y / \��_ ✓, �\ 1 CHARTER COMMUNICATIONS CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE 1` \ �� �� ------ I� -_-' "ELSnws,n 1HER NO e,o-sse-s3], FOR ANY DAMAGE CAUSED BY THE MEASURES, - �- __'� I^ <= FORTwoRTH wnTEROEPaRTMENr en-ssz-azse ISILT FENCE ! �/ -1 -�-� - - -� _ - - �- - - FO 81]-392-S u_ INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR / / i / I� 8 \ `_Lw PROTECTTREEs / DUE TO BLOCKED DRAUAE INAGE. AT THE CONCLUSION >-- - - veancaur AND Haarzonraur PRIOR TO carvsraucrlDN OF ANY PROJECT, ALL CHANNELS, DRAINAGE WAYS, BORROW DITCHES IN THE WORK ZONE SHALL BE / NSTUL corvsra*ATN'olE W SUMMER CREEK DRIVE ' _�"''teW c e .( ER DREGGED OUT FOR ANY SEDIMENT GENERATED BY \> \ ' I EN\ "-- - % INLET = l/ THE PROJECT OR DEPOSITED AS RESULT OF � L �- �►��� �' `s � � m III ` \'\ \\ \���� O EROSION CONTROL MEASURES. \\--�,__caacRElEwasHouraREAIA 'J/jll10N8$IZING FlELD DE7EF �AIN[p)P�\ \ gi®I/% 1%3wo�wMETIOC'�1voFFs E LEGEND oNINS % 11 -/ I// FmwrocreEEKz , I 13 a / s r / 6 , 3' B s to 1 v ` v �_-_—,�.��— / i / / / 1 I .� \ ,OO YR ROODPWNLIMIT POTENTIAL WOUS TO 3 ( / PROTECTn ES I Q I "� / I / / / / 1 \\`\ __\-- - - - - - - EASTING CONTOUR p D-- BE AVOIDED _-�- - w� l I l I- J ..y\\\ PROPOSED CONTOUR �/ J-I �-1 -� - l �' I� \ \ \��_-`=_�- CBE— ED 11 FErvcE N STALL aocK/ i r \ \ \ ��� �LOC� uMITS OF z - / \ /�%/ ] CHECK Dun w CRYSTAL LAGOON WAY— -_I _ it \ ` �\ - FIR PC noN p -. =TP= PROPOSEDTREE PROTECTION p \ —RB— RDPD3EDROCKBERM ` PROPOSED CURLEx(1 OR 4)& ° _ - -- - - - - saTFENCE(TO BEAPPUED 28 29 PFIER PAVING AT ROW) Z a \ 3 a s ram 1 a `L PRDPD3EDDHEDKD M / L I \ \__ ------__` - �\' INLET PROTECRON i l i i 27 'J3 So M1 ------- PRDPD3ED o 1 I\\ \i \ \ .- --- - STABILIZED CONSTRUC➢c /voLLST11 /' I I \ 5 \ \ 4, _ ' /2 / - \ \ \ \_-_-__-_-__- ® ENTRANCE e �SEA1PAi �/ I \\ 11 \ \ \ •� 1\ 12 \\ \ \\ \\ ` \ `\\ _ _- // / - Q - �/ / // I�� ` = � V �` `\\G \ \ _ _ _ NOTES W / ¢ ---� - - REFER TO GTYOF FORT WORTH CONSTRUCTION STANDARD N u \I 11 1� \1\\\\6\ \ \ 3 \\� \ \ \\`\•.\\ -. i'3 \71 ` --_ DHTULS FOR CONSTRUCTION rvoTES AND STArvDnaDDETNLs a --'��_ �- i� / / � w y\�''I\\\\:`\\` ____-- ---- ECITY OF FORT WORTH OESICNANOCONsraucTION STANDARDS O \ \ \ \\� ` -_ /'I _ W L j % O Imo` \ `- - _-----' 3 WOPRTH STANC AULLYWHET OICATEDOEDASE PLAINS SHO- IN THE ORNOTry OF FORT a \ \ \ z� 3z I `-- — _ `-- WORFENGEGSH LOE;a BALL 17 \ \ 1\ \\ \ ` \ - --' /// / j j I\L _ O _ ----- 4. CONTRACTOR WILL INSTALL ADDITIONAL EROSION CONTROL WHERE \��\` -- THECI, B, ORISNEEDEDASPER DWNERs,ENGINEERS 0R w_ \r / 5 THEE —ZING VEGETATION ALONG—TING PARKWAYS AND N 33 `� \ _----`.____ MEDIANS sHa SE REPLACED TO ITS owcwAL CONo OR � �\\ 9 \�-_---- --- fi ALL ORPINAGESWAIES SHALL BE GRA33E0 AS PER CRYROJ CT g m \ \\ \ .\\ \\`10 �`\ .\ '-------'S" �� �x�)' // 1 �Y\\ \\\� \` \' —_------- A�iLAcolAus°m'ucnoHe°ao"sioHcafi�irROLTsaLiMee:CITY E D- ^\ \ \11 It I \ \ \`\ \\ \ g \\ \ \\ \ \9 9 _ - -- /23 34 TT 'I\I ``\ `�� \ .� _ ] ORDINANCE \\�=\ _ ,/_ ,� III\�� \ O 22.'_ DISTURBED AREA ``\\/ i// I ml \„_ \ \ \ \y'► sE GE — — —_ /�/,\ \ ----- � 16.6AC. SUNRi RI \ \� // - \ LANE- / -� I I //\\ _ -- -- ��-z,,, �38 -- \\, SWFMA Area \\\2\ \\3\ ��4` -15 - I s'orsnlN / /__ ___37' \�l �- l�l \ T�//((1�_/� wes. cursor me uNear _ _ _ _ - __-___ \ 20 I / I ��, �I. ,v n � 1E3 , �E L i-- -- _ w - - ", /L / ,. (i �' slit rvcE 7 / s e� / — — aFSUNNEaWEW J r(`/_ — / INSTPLLRDGK / f DATE NDWs�DN --°— s — — AM i — / — — — — ---- _ c HECKD\ \ I— --- --- — \ \ POTWARNING o F—'—�' SUMMER TRAILS T^- _ _ -STONE OVERFLOW \ J' BE AVOIDED / C\ STREAM CENTERDNE—lRFF� ___--STRUCNRE - / ^\ \ / / \ ---- ELK. MAONEAF-- IN— —_�7C 7=—\PaoTEc\`R�E\�s \_\_\ _%_—`saENCE _— _ \ /_,__ w-- -\r1 �\ \y 1 -I =—� �L I _ I /•/ \ i EROSION CONTROL PLAN INSTALL UL Z1➢FORT WORTH, TARRANT COUNTY, TEXAS IN �DnPwNeggMEN\ DIY DRT�1—a\-_� 15'sMTIiFll PELOTON �. \ `\ -- Ex,a- �A 4L/ E,h�s \ E1S' ~Cogs \ I 1 99 \ /Tn F9m14 R / i IIIII -------------1\-�� �y �� ---- r\\- TEx o \- —/1 1-- �ix os� ,yL��ll.\`\\� / --u,e ss _ _ J� Exams -� �� ,/� \ I\ 1 / LAND LOLY?1ONL iA __�___ Sr�EAM CErvTEreI NEI \ J ` �i\\-= _\\ DRAWN TGH rvr. DATE PROJECT# SHEET �- `-__�i L� __ / 1 ��I�— \ \ \\\\\ DESIGNED TGH JANUARY HCH22003 Q4Q \ �. _ � � - ___�-��� -___;\ 1 . . I //z�-�\ \ \ REVIEWER GPrtJ 1 2- u, PLAN VIEW suni PROFILE 01�1��ILIZED CONSTRUCTION ENTRANCE _A B M B A S� SECTION A SWALE OR CHANNEL SECT10N B ROCK CHECK DAM a W. EXHIBIT B PAGE 5 OF 6 CROSS SECTION R'i ROSSSECON PLAN VIEW 0 SILT FENCE CURB INLET PROTECTION 2-11-1 30 N! (DLf��ROTECTION DETAIL —III—ICI iiiiiii��ll�l SECTION B CONCRETE WASHOUT SECTION 0 CONCRETE WASHOUT CONCRETE WASHOUT 7 NOT TO SCALE &p� � C 2 WI lWHT WEIR C—LIRE .—.E. 12-IS EH INLET PROTECTION 0157 13-D430 NOTE THE CON —TOR SHALL CONTACT THE FOLLOWING AT LET " 11-1 PRIOR TO E-111 IN ' TE—I MTHIS 7S 1.77 AT.-S CA" 1711 1 '__1-9112 1 TXU ELECTRIC DELIVERY CHARTFIRCOMMUNII—ONE 1-80-77 1.RT r. rT. W-ATT-ER.EPART.ENT I'll =PT'.RFT.AETL.7E�'F'I".*LE.R'IUAES VERTI—I-Y AND HORIZONTALI-Y PRIOR TO —STRHIETION BENCHMARKS 11111111E III T�l =V=Y-1111 SUMMER TRAILS EROSION CONTROL DETAILS FORT WORTH, TARRANT COUNTY, TEXAS 11111 PELOTION 'TFI[r LAND 46LUTION5 T" ATE � PROJECT SHEET ]ElIEWER,Bll. T.H IAN* UARY HCH22-- 2024 045 a W. EXHIBIT B PAGE 6OF6 DDRSPRIQRTOEXQAYATINGIN 08 THI1-806514-831] TEXA3811T AT.-S GAS E TXU ELECTRIC DELIVERY 1-BOP]11-9112 1 CHARTERCOMMUNIDATION$ - SEDIMENTATION BASIN DETAILS 81]580.3371 FORTWORTH WATER DIEPARTMENT FD 811-2-6100 LL CD VERTICALLY AND HORIZONTAILTPwORTOCONSTRUON �. SEDIMENTATION POND 12' 1' TOP OF BERM 765 00 2-YEARWSEL —00 _ 0 MAX ELEVATION ]64.4D q 70'SPILLWAY WIDTH 4 1 �OTsO ILEROSION ANDSEDIMENT CONTROL SHALLBEP ""Iry ACG OOF. CITY GF PC WGRTH EaG3lONRO - gAP p]5].00 g 1 , 2 SPONSIaILITY FOR INSTALLATION, ROUTINE INSPECTION, AND OF EROSION CONTROL SHOULD BE DEFINEDAND POND FLOOR 1-S"PVC 20]cfsINTENANCE ON(S) PRIOR TO 5 ROWS FLOW COMMENCEMENT OF ANYSOIL _RBING ACTIVITY. 3 EROSION CONTROL MEASURES MUST BE CONSTRUCTED AND 4 COLUMNS 2"GRAVEL 20HOLESTOTAL ANCHOR BLOCK STABILIZATION BERM SECTION A —A 7 RIP -RAP H LAEIDN BEFORE ANY GRADING OR LAND DISTURBANCE TAKES0 PL 4, TEMPORARY OR PERMANENT SOIL STABILIZATION MUST BE i NTs EDV NDTITHHT MEEABURELEFT 6. INPTHEEVENTBEING lU EO ARE OEE.ETO BE "DIAMETER CAP INEFFECTIVE BY CITY INSPECTORS,WORTHAADDITIONAL MEASURES OR [ ORIGINAL PLAN Y BE REQUIRED BY THE Crry FORTu NOTES 6 ALL EROSION CONTROL DEVICES SHALL BE INSPECTED SY THE H EFOREMAN-1, ANY STRUCTURE OR CONTROL DEVICE 1. FOR SECTION A -A, WHICH IS DAMAGED DR INOPERATIVE VALL.E REPAIRFD OR REPLACED IMMEDIATELY G ] =HAFLYSR- ED AS RECOMMENDED BY THE SUPPLIER. TRASH $ DEBRIS SHALL BE STORED IN COVERED BINS OR ENCLOSURES 8 CONSTRUCTION ENTRANCE —SHOULD BE LIMITEDAND OF SOILS ONTO PROTECTION PRONDED TO PREVENTTRACKING U S. U REMOVE SILT 9 OVE SILT OR SEDIMENTS FROM STREETS, CURBS, GUTTERS, FLU MES, HANDICAP ACCESS RAMPS, CURB INLETS, STORM L BRNNS,AND ANY OTHER PUBLIC DRAINAGE FACILITIES DAILY OR -1.0" DIA HOLES 10 AS ACCUMULATION OCCURS - EROSIOIVNTROL SHOULD BE EVALUATED TO BETERINETHE ENESSOFTHOSE DEVICES BYTHEPERSON ASSIGNED E TO INSPECT EROSION CONTROL DEVICES, AND CHANGES MADE IF NECESSARY U RISER PIPE SOIL TRACKED ONTO PUBLIC ROADS SHALL BE REMOVED DAILY IF : T FEASIBLE. OR WHEN VISIBLY ACCUMULATED SEDIMENT HAS BEEN NTS DEPOSITED DISCHARGED SEDIMENT SHALL BE REMOVED AS L POSSIBLE.SOON AS 12 USING WASH WATER TO WASH SEDIMENT FROM STREETS IS BENCHMARKS NI SUMMER TRAILS EROSION CONTROL DETAILS 2 FORT WORTH, TARRANT COUNTY, TEXAS 1101 PELOTON LAND LOLDTION■ • W.i OAA 9°0NL sax.mmxsxaxE remxeww "�n DRAWN TGH GATE PROJECT# SHEET 0: DESIGNED TG?3 JANUARY HCH22003 007 Exhibit "C" CITY OF FORT WORTH DRAINAGE CHANNEL FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pondibasin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION Visual inspections of all components will be conducted every 6 months. A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. DRAINAGE CHANNEL MAINTENANCE AGREEMENT 8 Rev.11/19/2020 JLE Exhibit "D" Drainage Channel Structural Maintenance CHECKLIST FREQUENT REPAIRS REPAIRS INSPECTION DATE REQUIRED MADE NOTES Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Channel Amount of silt in pond Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash guard Location of Erosion MAJOR INSPECTIONS Condition of Storm Water Quality Structure Type of Storm Water Quality Structure Structure type and Condition Condition of Rip -Rap Condition of filtration system DRAINAGE CHANNEL MAINTENANCE AGREEMENT 9 Rev.11/19/2020 JLE Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation DRAINAGE CHANNEL MAINTENANCE AGREEMENT 10 Rev.11/19/2020 JLE